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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC | ₹3.5 Cr | L1 | Accepted-AOC As per Negotiation |
| 2 | L2₹3.6 Cr+₹6.5 L (1.85%)Rejected-Finance | ₹3.6 Cr+₹6.5 L (1.85%) | L2 | Rejected-Finance RejectL2 |
| 3 | L3₹3.6 Cr+₹15.4 L (4.42%)Rejected-Finance | ₹3.6 Cr+₹15.4 L (4.42%) | L3 | Rejected-Finance Reject L3 |
| 4 | Rejected-Technical NOT AVAILABLE | - | - | Rejected-Technical Ineligible |
| 5 | Rejected-Technical VILLAGE PO KANOH TEHSIL BARSAR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | - | - | Rejected-Technical Ineligible |
Tender Value
₹3.4 Cr
EMD Value
₹3.7 L
Closing Date
26 Mar 2024, 11:00 amClosed
Executive Engineer
Jal Shakti Division Keylong Lahaul and Spiti
SH Drilling and lowering Bore wells S E of pumping machinery C o Tanks 30000 Ltrs and 40000 Ltrs capacity Providing laying Jointing of Rising main , Providing , laying , jointing of HDPE pipes in Gravity main, Providing laying, jointing of HDPE pipe
2024_HPIPH_88505_1
14690-14740 dated 14.03.2024
Open Tender
Civil Works
Item Rate
365 days
Keylong
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
EE Keylong
₹3.7 L
Yes
26 Jun 2024
15 Mar 2024
26 Mar 2024
15 Mar 2024
26 Mar 2024
15 Mar 2024
Amount
Civil work i.e C/o Tanks, site devolopment
Cutting in earth work and disposal of excavated earth work upto a lead of 20 metre in all kind of soil as per direction and to the entire satisfaction of engineer in charge.(P.W. 50% + J.W. 50%)
Excavation in foundation and trenches etc. in earthwork lift up to 1.5 meters, stacking the excavated soil not more than 3m clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. then consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20m in pick jumper work. 40% P.W + 40% J.W. + 20% C.W.)
Providing and laying cement concrete 1:4:8(1 Cement :4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
Providing and laying cement concrete 1:1.5:3 ( 1 Cement : 1.5 sand : 3 gareded stone aggregate 20 mm & down guage nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :
Foundation, footing, bases of columns and the like and the mass concrete.
Random rubble masonery /polygonal rubble masonary (uncoursed / brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with CC 1 : 6 : 12 ( 1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in C.M. 1: 6 (1cement : 6sand) in Breast walls & retaining walls within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
Providing mild/tor steel reinforcement for RCC Work i/c, bending binding placing in possition complete up to floor two level (Tor-steel)
Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) within all leads and lifts and as directed by the Engineer-in-charge
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-8. 15cmx15cm mesh within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge
Providing insulation for the tank by providing Puff panelled walls of 100mm thick pannels as per firection of Engineer-In-Charge.
Providing and fixing Zinc Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylon rope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material of provide by STAC and warranty of 10 Years including fixing of three laps under the roof 65 mm Dia inlet over flow and scour pipe and 65 mm dia and outlet welding all accessories with sluice valve in each point including all leads and lift with entire satisfaction of engineer in charge. 30 KL Capacity
Providing and fixing Zinc Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylon rope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material of provide by STAC and warranty of 10 Years including fixing of three laps under the roof 65 mm Dia inlet over flow and scour pipe and 65 mm dia and outlet welding all accessories with sluice valve in each point including all leads and lift with entire satisfaction of engineer in charge. 40 KL capacity
Pipe Work i.e HDPE pipe in gravity main,HDPE in distribution system, Provision for House Service connection.
Excavation in earth work for trenches of required width & at least 1.20 m to 1.50 m depths in all classifications of soil such as spade work, jumper work, soft & hard rock, by chiselling in soft/hard rock where blasting is prohibited, in saturated soils ic bailing/pumping out the water in all lifts and dressing of sides, ramming of beds to the correct grade ic shoring strutting, planking, timbering and dewatering wherever required and getting out the excavated soil, stacking the serviceable/unserviceable material/soil separately and then returning the soil in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. and disposing of the surplus excavated soil in all leads and lifts, the disposed earth to be levelled and neatly dressed, as per the directions & to the entire satisfactions of the Engineer-in-charge. (40% PW +40% JW+20% CW).
Providing laying jointing and testing in trenches HDPE Pipes prerferably of Reliance, Duraline, Jain irrigation system Ltd or any other approved make conforming to BIS 4984-2016 with latest upto date amendments material Grade PE-100 & Pressure Rating Class PN 16 or as per design including thte compression fitting such as tees, elbows, adapters with metal inserts, reducers, service saddles required as per site conditions and jointing the pipes & fittings with the help of electro fusion machine complete in all respect in all leads & lifts as per the directions & to the entire satisfactions of the Engineer-in-Charge.
HDPE pipe 50mm dia PN-16, PE-100
HDPE pipe 40mm dia PN-16, PE-100
HDPE pipe 32mm dia PN-16, PE-100
Providing multilayer thermnal insulation to the pipes ( at places where the pipes cannot be buried at the required depths due to site conditions & exposed to atmosphere and at the consumer end) with Nitrile Rubber Tube of class O with suitable adhesive, Resin Bonded Mineral Wool (Rock Wool) conforming to BIS : 8183-1993 (with upto date amendments) 50mm thick having density 48kg/m3, chicken wire mesh & binding wires, wra[[omh with polythene sheet (120 GSM) and 26 gauge aluminium alloy sheet conforming to BIS: 2676 (with upto date amendments) all around the pipe i/c all fixtures, adhesives, clamps etc. including cost of all the material & labour complete in all respects in all leads and lifts as per the directions & to the entire satisfction of the Engineer-in-Charge.
50 mm dia (40% insulation)
40mm dia (40% insulation)
32mm dia (40% insulation)
Providing and fixing of HDPE pipe of 20 mm (PN- 16 PE-100) preferable of Reliance, Duraline, Jain irrigation system Ltd or any other approved make conforming to BIS 4984-2016 with latest upto date amendments i/c all fittings required for connection and providing multilayer thermal insulation to the pipe with 25mm thick nitrile sheet / tube resin Bonded rock wool confirming to IS 8183 having maximum density of 24 Kg/M3, chicken mesh wrapped in polytheneer sheet and outler layer alluminium sheet of maximum 26 guage all around i/c the cost of labour cost etc. complete as per direction of Engineer-n-charge.
Providing, fixing and testing Heat Trace Cable of 25 Watt Capacity or as per design of DENFORCE/ CROMPTON/ any other equivalent make along the pipelines with heat wire 25x13mm, pipe to be insulated using Nitrile Rubber Tube of class O with suitable adhesive, 50 mm thick Mineral (rock) wool having density 24 kg/m3 conforming to BIS: 8183-1993 (with upto date amendments), chicken wire mesh, polythene sheet & aluminium sheet conforming to BIS: 2676 (with upto date amendments) for covering all around the pipe i/c all fixtures, adhesives, clamps etc. complete i/c the cost of all material & labour complete in all respects in all lead and lift as per the directions & to the entire satisfaction of the Engineer- in-Charge.
Providing and fixing brass full way wheel valve as per IS: 778 as per direction of Engineer-In-Charge.
20 mm Dia
Pumping Machinery at Phase-I (Thothang-I) & Phase-II Rising main, bore well
Supply of submersible pumping set of (KSB/ Kalama/ Kirloskar/ Johnston/ Cromption/BS) or any other approved make conforming to ISI latest suitable for liffiting clear water ( latest with upto date ammendments) fitted with bronze impellers/ suitable alloy directly coupled to squirrell case eletric induction motor of same make as ( manufacurer standard) conforming to IS ( latest with upto date ammendments ) and totally water proof berings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including waterlevel guard, errection clamps, cable clips & depth gauge etc. The power of electric motor/ motors confirming to minimum IE2 norms IS- 12615/2011 with up to date amendments. It should include cost of bearing nuts, bolts and pointing etc. The pump set should be capable to perform the following duties:- Discharge (Q) :- 1.31 LPS for each pump Total Dymamic head:- 142.02 meter Rising main Length 475.00 meter Dia 50mm Level at highest discharge point 3372 meter Level pump shaft level 3241 meter LWL in borewell (h) 3245 meter Pumping hours 4 Hours Suction lift 4.00 (-ve) Discharge head 142.02 meter Residual head 3.00 meter Static head 131 meter Altitude of installation above MSL 3241 meter Temperature 15 degree centigrade. Characterstics of water Clear water with turbidity up to 50 PPM. Pump Specifications:- Make Model No. of stages Material manufactures to be appended Head Discharge Motor Rating (KW) Speed BHP absorbed Efficiency NPSH (K)
Providing Double flanged Leader / Pelican /Kirloskar make Cast iron Sluice Valve in delivery side conf. to Class IS 780 PN 1.0; one size higher than delivery outlet size of pump =(2 Nos)
Providing Double flanged Leader / Pelican /Kirloskar make Cast iron Swing check type Reflux Valve in delivery side conf. to Class IS 5312 PN 1.0; one size higher than delivery outlet size of pump (suitable dia). =(2 Nos)
Prov. and laying PVC Insulated armoured copper conductor cable Havells/Gloster/Khaitan make of suitable size and suitable for motor offered under item No I complete with flexible pipe and couplers from HPSEB meter to Panel, switch, starter complete job, The type and size shall be subject to approval of Electrical authorities and in case of its non acceptance the same shall be replaced free of cost by the tenderer
Supply side : ……... Mm =( I Job)
Prov. and laying PVC Insulated round copper conductor cable of suitable size suitable for motor offered under item No 50 complete having suitable cores to fulfill requirement of star delta starter and protection/ controls from panel to motor 10 Mtr cable per set shall be supplied free of cost ( cost inclusive in cost of pumpset) additional length shall be measured to and paid seperately. Cost to be quoted for additional length over and above free cable of 10 Mtr/ pumpset.
Motor Side:-…................Sqmm = (70 Mtr)
Providing 100 mm dial pressure guage of Fiebig/Bourden make having range 0-7 Kg/cm^2 with copper tubing, stop cock and allied access.as per IS 3624 - 1987 latest with up to date amendments =(2 Nos)
Supply of cable for water level guard =( 1 Job)
Supply of supporting clamps = (1 Job)
Supply of cable clips of required size = (1 Job)
Erection of all equipments from Sr No 3.01 to 3.12 including cost of tee's bends, tappers and any other required fitting as per site condition and directions of engineer In charge. = (1 Job)
Supplying of submersible pumping set of (KSB/ Kalama/ Kirloskar/ Johnston/ Cromption/BS) or any other approved make conforming to IS latest suitable for lifting clear water ( latest with upto date ammendments) fitted with bronze impellers/ suitable alloy directly coupled to squirrell case electric induction motor of same make as ( manufacurer standard) conforming to IS (latest with upto date ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard errection clamps, cable clips & depth gauge etc. The power of electric moor should be atleast 10% in excess of the maximum power required by the operation range of (+) 10% and (-) 15% of the duty point head. The motor/ motors cofirming to minimum IE2 norms IS-12615/2011 with up to date amendments. It should include cost of bearing nuts, bolts and pointing etc. The pump set should be capable to perform the following duties:- Discharge (Q) :- 1.42 LPS for each Total Dynamic head:- 190.80 meter Rising main Length 1250.00 meter Dia 50mm Level at highest discharge point 3389 meter Level pump shaft level 3232 meter Pumping hours 4 Hours Suction lift 3.00 (-ve) Discharge head 190.80 meter Residual head 3.00 meter Static head 157 meter Altitude of installation above MSL 3232 meter Temperature 15 degree centigrade Characterstics of water Clear water with turbidity up to 50PPM. Pump Specifications:- Make Model No. of stages Material manufactures certificate to be appended Head Discharge Motor Rating (KW) Speed BHP absorbed Efficiency NPSH(K)
Providing Double flanged Leader / Pelican /Kirloskar make Cast iron Sluice Valve in delivery side conf. to Class IS 780 PN 1.0; one size higher than delivery outlet size of pump (suitable dia) =(2 Nos)
Providing Double flanged Leader / Pelican /Kirloskar make Cast iron Swing check type Reflux Valve in delivery side conf. to Class IS 5312 PN 1.0; one size higher than delivery outlet size of pump (suitable dia). =(2 Nos)
Prov. and laying PVC Insulated armoured copper conductor cable Havells/Gloster/Khaitan make of suitable size and suitable for motor offered under item No I complete with flexible pipe and couplers from HPSEB meter to Panel, switch, starter complete job, The type and size shall be subject to approval of Electrical authorities and in case of its non acceptance the same shall be replaced free of cost by the tenderer
Supply side : _................sqmm =(1 Job)
Prov. and laying PVC Insulated round copper conductor cable of suitable size suitable for motor offered under item No I complete having suitable cores to fulfill requirement of star delta starter and protection/ controls from panel to motor 10 Mtr cable per set shall be supplied free of cost ( cost inclusive in cost of pumpset) additional length shall be measured to and paid seperately. Cost ot be quoted for additional length over and above free cable of 10 Mtr/ pumpset.
Motor Side:-…................Sqmm = (70 Mtr)
Providing 100 mm dial pressure guage of Fiebig/Bourden make having range 0-7 Kg/cm^2 with copper tubing, stop cock and allied access.as per IS 3624 - 1987 latest with up to date amendments =(2 Nos)
Supply of cable for water level guard =( 1 Job)
Supply of supporting clamps = (1 Job)
Supply of cable clips of required size = (1 Job)
Erection of all equipments from Sr No 3.14 to 3.25 including cost of tee's bends, tappers and any other required fitting as per site condition and directions of engineer In charge. =(1 Job)
Transportation of suitable truck / tractor mounted where only tractor road available, DTH & ODEX/Percussion Calyx / RC Drilling with portable rigs alongwith necessary accessories etc. to the site of work and erection og portable rig including levelling of site etc. complete in all respects as per directions of Engineer - in - Charge
Drilling bores of 200 mm dia as per IS:2800-1979 using ODEX (TUBEX) attachment required drilling in collapsible strata conglomerate, boulder, pebble, gravels, silt, clayetc. includingcost of attachments, consumable stores, bits, water, POL etc. complete with system of simultaneous lowering of 175 mm nominal bore, 5.4mm thick MSERW fincut casing pipe which will be welded togeather using 2.5mm or 3.25mm dia Advani Oerlikon electrodes, with one plain end and the other end chamfered to 50 degrees removing paint on the aerea to be welded, inclusive of the cost of biodegradable and non-toxic foam flush etc. complete in all respects as per directions of Engineer in charge. MSERW fincut casing pipe, casing shoe and bit tube as per requirement of ODEX to be paid separatly
Supplying and lowering IS marked 175 mm NB 5.4mm thick fincut MSERW casing pipes as per IS 4270-2001 and requirement of ODEX attachments from approved manufacturing complete in 100.00 all respectas per direction of Engineer-in-charge
Providing and fixing suitable casing shoe andbit tube as per requirement of ODEX attachment complete in all respects as per directions of the Engineer-in- Charge.
Collection and preservation of soil samples in polythene bags complete in all respects as per the directions of the Engineer-in-Charge.
Development of bore well and yield testing with air compressor through V notch and disinfection etc. complete in all respects as per IS: 2800-1979 and as per directions of the Engineer-in-Charge.
Excavation in earth work for trenches of required width & at least 1.20 m to1.50 m depths in all classifications of soil such as spade work, jumper work, soft & hard rock, by chiselling in soft/hard rock where blasting is prohibited, in saturated soils i/c bailing/pumping out the water in all lifts and dressing of sides, ramming of beds to the correct grade i/c shoring, strutting, planking, timbering and dewatering wherever required and getting out the excavated soil, stacking the serviceable/unserviceable material/soil separately and then returning the soil in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. and disposing of the surplus excavated soil in all leads and lifts, the disposed earth to be levelled and neatly dressed, as per the directions & to the entire satisfactions of the Engineer-in-charge. (40% PW+ 40% JW+20% CW)
Laying, fixing, jointing and testing in trenches GMS pipe with butt welded joints by electrical arc welding of following dia meters confirming to confirming to BIS : 1239 (Part-1), of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).(L.R)
50 mm dia GMS (H)
Providing and welding of MS flange IS 6392-1971 of table specified below. The welding of flanges with pipe should conform to IS 816-1967 including required number of bolts as per IS 1369-1967 and 3 mm thick asbestos fiber jointing gaskets conforming to make the joint leak proof and to entire satisfaction of the Engineer-in-charge.
50 mm dia GMS (H) with FT-28
50 mm dia GMS (H) with FT-17
Providing multilayer thermal insulation to the pipes (at places where the pipes cannot be buried at the required depths due to site conditions & exposed to atmosphere and at the consumer end) with Nitrile Rubber Tube of class O with suitable adhesive, Resin Bonded Mineral Wool (Rock Wool) conforming to BIS: 8183-1993 (with upto date amendments) 50 mm thick having density 48 kg/m3, chicken wire mesh & binding wires, wrapping with polythene sheet (120 GSM) and 26 gauge aluminium alloy sheet conforming to BIS: 2676 (with upto date amendments) all around the pipe i/c all fixtures, adhesives, clamps etc. including cost of all the material & labour complete in all respects in all leads and lifts as per the directions & to the entire satisfaction of the Engineer-in-Charge
50 mm dia ( 40% insulation)
puneet angra
SB Trading company
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